Date: 4-8 April 2023

Objectives

This is an advanced course in applying computer program HEC-RAS. The course provides participants with the knowledge to effectively use computer program HEC-RAS to analyze difficult hydraulic conditions in natural and constructed channels, utilizing one-dimensional and two-dimensional modeling techniques.

Topics include: Developing terrain models for 2D modeling; developing Manning’s n layers; creating and modifying a 2D computational mesh; boundary conditions for 2D Flow Areas; hooking up 1D elements to 2D Flow Areas; running a combined 1D/2D model; viewing 1D/2D results with RAS Mapper; hydraulic structures inside of 2D areas; and detailed channel and floodplain modeling with 2D flow areas.  Special topics for dam and levee breaching, and using 2D modeling for hydraulic structures, will also be included.

PDF material for the course Agenda, presentations, and workshops are provided below.

Instructors

Cameron Ackerman (Course Coordinator)
Stanford Gibson
Mark Jensen
Alex Kennedy
Alex Sanchez
Eric Tichanksy
Anton Rotter-Sieren
Steve Piper (RMA Contractor)

Terms of Use

Any use or reproduction of this material must be attributed to the US Army Corps of Engineers Hydrologic Engineering Center.

Agenda

Monday

Time
TopicObjectiveMaterial
0800-0900L0
Introductions and pre-course activitiesWelcome and discussion of class expectations
0900-0945L1.1
Example HEC-RAS ModelingOverview of HEC-RAS capabilities using example applications for 2D modeling  Introduction to the validation and verification of HEC-RAS. A demonstration of using HEC-RAS to create a 2D model will conclude the discussion.
1000-1015 Break


1015-1100L1.2
Introduction to the 2D Equations
This presentation discusses the underlying 2D hydraulic equations used in HEC-RAS. Diffusion Wave and Full Shallow Water Equations in HEC-RAS will be discussed as well as scenarios where the equations are appropriate is also provided.
1100-1145L1.3
Subgrid BathymetryDiscussion on the use of sub-grid bathymetry for finite volume computations in HEC-RAS.  The benefits of variable cell size on computational performance will be discussed.
1145-1245 Lunch


1245-1345L1.4
Creating an HEC-RAS TerrainDeveloping a terrain model and creating dataset for 2D modeling.  Introduction to terrain download capabilities.
1345-1445W1.5
Creating an HEC-RAS Terrain Workshop
Hands- on work creating an HEC-RAS Terrain dataset
1445-1500 Break


1500-1545L1.6
Mesh Generation and Refinement
This presentation will discuss the basic concepts of creating a 2D Mesh in HEC-RAS and then how to improve and refine a 2D Mesh with Breaklines and Refinement Regions. Examples of mesh quality will be reviewed.
1545-1700W1.7
Mesh Generation and Refinement Workshop
This workshop will provide hands-on experience in using HEC-RAS Mapper to create a 2D flow area mesh and refine it to capture high ground using breaklines and refinement regions

Tuesday

Time
TopicObjectiveMaterial
0800-0845L2.1
Boundary and Initial Conditions
The different types of boundary conditions and establishing initial conditions will be discussed.

0845-0930

L2.2

Computational Parameters


Discussion of essential parameters and computational options for running a 2D model including equation choice, cell size considerations, and time step considerations.
0930-0945 Break


0945-1100W2.3
Creating a Simple 2D Model Workshop
Students will create their first 2D model.  Refinement of the model will be performed to understand the effect of model parameters.
1100-1130 Review


1130-1230 Lunch


1230-1315

L2.4
Visualization of HEC-RAS Results in HEC-RAS Mapper
An introduction to RAS Mapper is provided, specifically for visualizing HEC-RAS results.
1315-1345D2.5
HEC-RAS Mapper Demonstration


1345-1400 Break


1400-1430L2.6
Land Classification Data
This discussion will cover creating an Land Classification dataset for use with Manning's n values in RAS Mapper.
1430-1515W2.7
Land Classification DataStudent will learn how to bring land cover data into a Land Classification dataset and associated Manning's n values.
1515-1545 Review



 Kahoot!


1545-1630L2.8
Advanced Computation Options
Discussion of more advanced parameters and computational options for running a 2D model including equation choices, turbulence, and matrix solvers.
1630-1700L2.9
1D vs 2D Modeling
This presentation discusses 1D vs 2D modeling and how to choose the appropriate modeling method.

Wednesday

Time
TopicObjectiveMaterial
0800-0830L3.1

Combined 1D/2D Modeling

Discussion of modeling channels with 1D rivers reaches/cross sections combined with floodplains/levees using 2D Flow Areas

0830-0930W3.2
Combined 1D/2D Modeling Workshop
Use a combined 1D/2D model to evaluate a protected area using 2D Flow Area and a Lateral Structure to define a levee.  Levee over-topping and breaching will also be analyzed.
0930-1000 Review


1000-1015 

Break



1015-1045L3.3
Dam and Levee Breach Modeling with 2D Flow AreasDiscussion of how to use 2D Flow Areas with 1D reaches and storage areas to perform a dam breach analysis.  Discussion on using the SA/2D Connection for modeling a dam, outlets, and the dam breach.
1045-1115L3.4
Determination of Dam Breach Parameters
This presentation will discuss estimating dam breach parameters for modeling dam breach scenarios.
1115-1215 Lunch


1215-1345

W3.5

Dam Breach with 2D Flow Areas WorkshopStudents will create an HEC-RAS model to utilize the breach functionality and evaluate parameters.
1345-1415 Review


1415-1430 Break



 

Kahoot!



1430-1500

L3.6

SA/2D Connections

Discussion of how to use SA/2D Connections in a 2D Flow Area

1500-1530D3.7
Terrain Modifications Demonstration
Introduction to cloning  a terrain and adding a simple terrain modification.
1530-1700W3.8
SA/2D ConnectionsIn this workshop, students will utilize 2D Connections (internal hydraulic structures) inside of a 2D Flow Area to improve the river hydraulics model by overriding terrain elevations.

Thursday

Time
TopicObjectiveMaterial
0800-0830 Review


0830-0930L4.1
Troubleshooting Strategies
Discussion on common model stability issues, trouble shooting strategies, and more.
0930-0945 Break


0945-1030L4.2

Bridge Modeling

Discussion on modeling a bridge using a 2D Connection using the 1D bridge modeling method as well as developing a detailed mesh to represent the flow constriction.

1030-1200W4.3
Bridge Modeling Workshop
Students will utilize the 1D bridge modeling approach to modeling as well as develop a detailed bridge model to evaluate water surface elevations and velocities in detail.
1200-1300 Lunch


1300-1330 Review


1330-1345 Break



 Kahoot!


1345-1430L4.4
Precipitation and Wind
This presentation will discuss the use of the Precipitation and Wind boundary condition in HEC-RAS.
1430-1545W4.5
Precipitation and Wind Workshop
Students will utilize precipitation to create a rain on grid model.
1545-1615 Review


1615-1700L4.6
1D/2D Direct Connections
Learn about hooking a 1D reach directly into a 2D Flow area, as well as having a 1D reach come out of a 2D Flow Area. The concept of 1D to 2D iterations will be introduced.

Friday

Time
TopicObjectiveMaterial

0800-0900

D5.1
RAS Mapper Demonstration
This demonstration highlights the various cool functionality in RAS Mapper including terrain modification, terrain resampling, data export, and data import.
0900-0930L5.2
Introduction to the 3D Viewer
An introduction to RAS Mapper is provided, specifically for visualizing HEC-RAS results.
0930-1000D5.3
3D Viewer Demonstration
The 3D Viewer will be demonstrated interactively
1000-1130 Course Closing
Post-test, course evaluations, oral critique, and closing remarks